Summary for Test 2023-09-21-49-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993279
DEA: 010E0904
EFIS: 0113000123
DIST-CO-RTE-PM01-MEN-20-33.3/34.4
Award Date05/06/2022
Closeout DateNot set
Work DescriptionCONSTRUCT NEW BRIDGE, REMOVE TWO BRIDGES, EARTHWORK AND PAVING. (Bridge No. 10-0310)
Location DescriptionMENDOCINO COUNTY NEAR UKIAH FROM 0.3 MILE WEST OF RUSSIAN RIVER BRIDGE AND OVERHEAD TO 0.3 MILE EAST OF COUNTY ROAD 144
QA Service Level1 (Verified on 10/04/2021)

Sample Information

Sample Taken Date09/21/2023 Sample Unique Key49
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing09/26/2023
Sample typeQuality Assurance A brief description of the samplePG58-22
The quantity of what the sample constitutes1 Can From where was the sample collectedJob Site
First name of sampler or witnessed byRiley Last name of sampler or witnessed byMelvin
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number972002
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade TypePG 58-22 / PG 58-16 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-09-21-49
DIME Test ID: 2023-09-21-49-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-10-04

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Alonso Lopez-Sanchez
Date of test: 09/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.247 kPa
Phase Angle (δ) (for the 10 cycles): 84.0 degree
Complex Modulus (G*) (for the 10 measurements): 2.049 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.06 kPa
General comments (publicly viewable) (Max 1000 characters): OG #2

Test was verified on 10/4/2023